A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between the centres of supporting piers 300 mm wide. The beam carries dead and imposed loads of 20 kNm and 19 kNm-l respectively. Assuming feu = 30 Nmm2, fy = fyv = 500 Nmm² and the exposure class is XC1, design the beam.

Structural Analysis
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Chapter2: Loads On Structures
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Designing and detailing of singly reinforced simply supported beam - BS Code - Manual

(BS 8110)

With beam design

 

CROSS SECTION A-A
Longitudinal section
Reinforcement details of singly reinforced beam.
All dimensions are in mm
Transcribed Image Text:CROSS SECTION A-A Longitudinal section Reinforcement details of singly reinforced beam. All dimensions are in mm
A reinforced concrete beam which is 300 mm wide and 650 mm deep is
required to span 6.0 m between the centres of supporting piers 300 mm
wide. The beam carries dead and imposed loads of 20 kNm' and 19
kNm respectively. Assuming fcu
and the exposure class is XC1, design the beam.
30 Nmm-2, fy = fyv= 500 Nmm 2
Transcribed Image Text:A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between the centres of supporting piers 300 mm wide. The beam carries dead and imposed loads of 20 kNm' and 19 kNm respectively. Assuming fcu and the exposure class is XC1, design the beam. 30 Nmm-2, fy = fyv= 500 Nmm 2
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